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A platform for research: civil engineering, architecture and urbanism
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
AbstractAn elasto-plastic analysis of circular thin-walled pipes in the non-buckled configuration subjected to bending moment, pressure and axial loads is presented. Plastic stress-strain relationships based on Drucker's postulates, Hill's yield criterion and the deformation theory are utilized. The analysis includes orthotropic behaviour with the assumption of a linear strain-hardening material. Results are presented for both isotropic and orthotropic materials.
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
AbstractAn elasto-plastic analysis of circular thin-walled pipes in the non-buckled configuration subjected to bending moment, pressure and axial loads is presented. Plastic stress-strain relationships based on Drucker's postulates, Hill's yield criterion and the deformation theory are utilized. The analysis includes orthotropic behaviour with the assumption of a linear strain-hardening material. Results are presented for both isotropic and orthotropic materials.
Elasto-plastic response of orthotropic pipes under bending, pressure and axial force
Tay, C.J. (author) / Lee, K.H. (author) / David, E.D. (author)
Thin-Walled Structures ; 17 ; 203-221
1992-06-12
19 pages
Article (Journal)
Electronic Resource
English
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